Publisher： Trans Tech Publications
E-ISSN： 1662-9795|2017|747|174-181
ISSN： 1013-9826
Source： Key Engineering Materials, Vol.2017, Iss.747, 2017-08, pp. : 174-181
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Abstract
This paper examines the structural behavior of masonry arches strengthened at the intrados with fabric reinforced cementitions matrix (FRCM) composites. Textiles made of poliparafenilenbenzobisoxazole (PBO) and carbon fibers are considered. The experimental results are compared with those obtained on un-strengthened arches and arches strengthened with a carbon fiber reinforced polymer (C-FRP) composite. The tested arches are analyzed with the approach of the limit analysis of the collapse mechanisms.
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